(CTA 2013) SIMULAZIONI NUMERICHE PRELIMINARI E PROGRAMMA DI PROVE SPERIMENTALI SU UNA STRUTTURA DUALE A CONTROVENTI ECCENTRICI CON LINK RIMOVIBILI —- PRE-TEST NUMERICAL SIMULATIONS AND EXPERIMENTAL PROGRAM ON A DUAL ECCENTRICALLY BRACED FRAME WITH REPLACEABLE LINKS
ABSTRACT The repair costs and downtime of a structure hit by an earthquake can be significantly reduced by adopting removable dissipative members... Learn More
(CTA 2013) ULTIMATE CAPACITY OF BEAM-TO-COLUMN CONNECTIONS UNDER BENDING AND AXIAL STRESSES
ABSTRACT Capacity of multi-storey steel frame buildings to resist extreme loading may depend on the performance of beam-to-column connections. If catenary action... Learn More
(CTA 2013) INFLUENCE OF JOINT SEMI-RIGIDITY ON THE SEISMIC RESPONSE OF A 3D MOMENT-RESISTING FRAME STRUCTURE
ABSTRACT The paper presents the seismic response of a seven-storey moment-resisting frame in two design situations: (i) continuous, in which the behaviour... Learn More